@article{MTMT:34848692,
	title = {Developing a Machine Learning-Based Rapid Visual Screening Method for Seismic Assessment of Existing Buildings on a Case Study Data from the 2015 Gorkha, Nepal Earthquake},
	url = {https://m2.mtmt.hu/api/publication/34848692},
	author = {Bektaş, Nurullah and Kegyes-Brassai, Orsolya Katalin},
	journal-iso = {B EARTHQ ENG},
	journal = {BULLETIN OF EARTHQUAKE ENGINEERING},
	unique-id = {34848692},
	issn = {1570-761X},
	year = {2024},
	eissn = {1573-1456},
	pages = {1},
	orcid-numbers = {Kegyes-Brassai, Orsolya Katalin/0000-0001-8944-2742}
}

@article{MTMT:34802381,
	title = {Safety of cyclists interacting with autonomous vehicles: A combined microscopic simulation and SSAM analysis},
	url = {https://m2.mtmt.hu/api/publication/34802381},
	author = {Hammami, Amira and Borsos, Attila},
	doi = {10.1016/j.tbs.2024.100805},
	journal-iso = {TRAVEL BEHAV SOC},
	journal = {TRAVEL BEHAVIOUR AND SOCIETY},
	volume = {36},
	unique-id = {34802381},
	issn = {2214-367X},
	year = {2024},
	eissn = {2214-3688}
}

@article{MTMT:34796465,
	title = {Investigating the Factors Influencing the Strength of Cold-Formed Steel (CFS) Sections},
	url = {https://m2.mtmt.hu/api/publication/34796465},
	author = {Hussein, Diyari B. and HUSSEIN, ARDALAN},
	doi = {10.3390/buildings14041127},
	journal-iso = {BUILDINGS-BASEL},
	journal = {BUILDINGS},
	volume = {14},
	unique-id = {34796465},
	abstract = {The utilization of cold-formed steel (CFS) sections in construction has become widespread due to their favorable attributes, including their lightweight properties, high strength, recyclability, and ease of assembly. To ensure their continued safe and efficient utilization, this review provides a comprehensive investigation into the factors influencing the strength of CFS members. This analysis encompasses design codes, prediction methodologies, material properties, and various structural configurations. This review uncovers discrepancies among existing design codes, particularly noting conservative predictions in AISI and AS/NZS standards for composite and built-up sections. Additionally, the effectiveness of prediction methods such as the direct strength method and effective width method varies based on specific structural configurations and loading conditions. Furthermore, this review delves into recent advancements aimed at enhancing fire resistance, connection design, and the composite behavior of CFS structures. The influence of factors such as eccentricity, sheathing materials, and bolt spacing on structural performance is also examined. This study underscores the crucial role of accurate prediction methods and robust design standards in ensuring the structural integrity and safety of CFS constructions. Through a comparative analysis, it is revealed that AISI and AS/NZS standards exhibit conservatism in predicting nominal buckling loads compared to experimental data. Conversely, a non-linear finite element analysis demonstrates a strong correlation with laboratory tests, offering a more accurate prediction of nominal buckling capacity. Overall, this review offers comprehensive insights aimed at optimizing CFS structural design practices. By identifying key areas for future research and development, this work contributes to the ongoing advancement of safe and efficient CFS construction applications.},
	keywords = {Steel structures; Thin-walled structures; Thin-walled members; Direct strength method (DSM); Thin-walled sections; Buckling modes; Cold-formed steel structures; cold-formed steel (CFS)},
	year = {2024},
	eissn = {2075-5309},
	orcid-numbers = {Hussein, Diyari B./0009-0006-5540-3730; HUSSEIN, ARDALAN/0000-0001-8623-7794}
}

@article{MTMT:34793019,
	title = {A Novel, Three-Stage Intelligent Fuzzy Traffic Signal Control System},
	url = {https://m2.mtmt.hu/api/publication/34793019},
	author = {Chala, Tamrat Delessa and Kóczy, László T.},
	doi = {10.12700/APH.21.8.2024.8.10},
	journal-iso = {ACTA POLYTECH HUNG},
	journal = {ACTA POLYTECHNICA HUNGARICA},
	volume = {21},
	unique-id = {34793019},
	issn = {1785-8860},
	year = {2024},
	eissn = {1785-8860},
	pages = {189-209},
	orcid-numbers = {Chala, Tamrat Delessa/0000-0002-7271-4876}
}

@article{MTMT:34783569,
	title = {Earthquake-Induced Waste Repurposing: A Sustainable Solution for Post-Earthquake Debris Management in Urban Construction},
	url = {https://m2.mtmt.hu/api/publication/34783569},
	author = {Bektaş, Nurullah and Shmlls, Maysam},
	doi = {10.3390/buildings14040948},
	journal-iso = {BUILDINGS-BASEL},
	journal = {BUILDINGS},
	volume = {14},
	unique-id = {34783569},
	abstract = {Product sustainability has moved beyond being an elective preference to becoming a certain necessity. However, earthquakes in different regions, particularly Türkiye–Syria, Afghanistan, and Morocco, have produced a substantial amount of construction waste and debris. In the context of green urban initiatives and environmental preservation, theeffective management and reduction of environmental impact (EI) are imperative. This urgency underscores the significance of the study’s focus on a ten-story reinforced concrete (RC) dormitory building in Győr, Hungary, chosen as a case study. The research delves into the incorporation of three distinct concrete compositions through seismic design, aligning with the innovative approach of emphasizing recycled aggregate-based concrete to mitigate the EI. Utilizing AxisVM X7 and Revit software, the study meticulously created and analyzed a detailed building model, revealing a significant percentage (35%) and amount (1519.89 tons) of concrete waste that could be incorporated into construction. The results also showed a reduction in both total carbon emissions and the price of materials by falling 27.5% and 9.13%, respectively. We propose an eco-friendly way to effectively reuse debris from earthquakes, focusing on the case study of the 2023 Türkiye–Syria earthquake and encouraging resource efficiency while also addressing the construction waste problems that arise after an earthquake.},
	year = {2024},
	eissn = {2075-5309}
}

@article{MTMT:34780094,
	title = {Hydrodynamic Modeling and Comprehensive Assessment of Pier Scour Depth and Rate Induced by Wood Debris Accumulation},
	url = {https://m2.mtmt.hu/api/publication/34780094},
	author = {Al-Jubouri, Muhanad Khlaf Salman and Ray, Richard},
	doi = {10.3390/hydrology11040052},
	journal-iso = {HYDROLOGY-BASEL},
	journal = {HYDROLOGY},
	volume = {11},
	unique-id = {34780094},
	abstract = {This study mainly investigates the impact of debris accumulation on scour depth and scour hole characteristics around bridge piers. Through controlled experiments with uniform sand bed material, the influence of various debris shapes (high wedge, low wedge, triangle yield, rectangular, triangle bow, and half-cylinder), upstream debris length, downstream debris extension, and debris thickness on scour depth and scour hole area and volume around the cylindrical pier were analyzed. The findings revealed that the shape and location of debris in the water column upstream of piers are key factors that determine the depth of scour, with high wedge shapes inducing the deepest scour and potentially the largest scour hole, particularly when positioned close to the pier and fully submerged. Scenarios in which triangle bow debris was submerged at full depth upstream of the pier closely resembled situations devoid of debris. Conversely, debris extension downstream of the pier was found to reduce local scour depth while concurrently enlarging the dimensions of the scour hole. The existing scour prediction equations tend to overestimate scour depth in scenarios involving debris, particularly when applying effective and equivalent pier width. This discrepancy arises because these equations were originally developed to predict scour depth around piers in the absence of debris. In response, a refined model for predicting scour induced by debris was proposed, integrating factors such as upstream debris length, downstream extension, obstruction percentage, and debris shape factor. This model demonstrated strong agreement with experimental data within the scope of this study and underwent further validation using additional experimental datasets from other research endeavors. In conclusion, this experimental study advances the comprehension of scour processes around cylindrical bridge piers, providing valuable insights into the role of debris characteristics and positioning.},
	year = {2024},
	eissn = {2306-5338}
}

@article{MTMT:34774556,
	title = {Predicting multi-span bridge maximum deflection: Numerical simulation and validation},
	url = {https://m2.mtmt.hu/api/publication/34774556},
	author = {Brinissat , Marame and Ray, Richard and Kuti, Rajmund},
	doi = {10.1088/1757-899X/1304/1/012016},
	journal-iso = {IOP CONF SER MATER SCI ENG},
	journal = {IOP CONFERENCE SERIES: MATERIALS SCIENCE AND ENGINEERING},
	volume = {1304},
	unique-id = {34774556},
	issn = {1757-8981},
	abstract = {Deflection is one of the main parameters often required to reflect and monitor the overall health state of bridge structures. Several approaches have been developed to monitor deflection accurately and economically. This research proposes a theoretical method to estimate the maximum deflection of the longest section of a seven-span continuous bridge using stress data collected through strain gauges. Firstly, initial data were collected from field tests under various controlled loadings to obtain the maximum deflections and stresses. Then, the stress-deflection regression equations are derived to reconstruct deflection from estimated gauges. Finally, the maximum deflection values are compared with analytical results using finite element simulations to verify the method’s effectiveness.},
	year = {2024},
	eissn = {1757-899X},
	orcid-numbers = {Kuti, Rajmund/0000-0001-7715-0814}
}

@article{MTMT:34768839,
	title = {A menetrend szerinti személyszállítás bevételi-kiadási struktúrájának, utasfedezeti arányának alakulása 2007-2022 között},
	url = {https://m2.mtmt.hu/api/publication/34768839},
	author = {Ács, Balázs and Kövesdi, István},
	journal-iso = {PÉNZÜGYI SZEMLE},
	journal = {PÉNZÜGYI SZEMLE/PUBLIC FINANCE QUARTERLY (1963-)},
	volume = {70},
	unique-id = {34768839},
	issn = {0031-496X},
	abstract = {A cikkben a hazai közösségi közlekedés tényleges költségeit és bevételeit összesítő, általános érvényű módszertan kerül bemutatásra, mellyel reális utasfedezeti arányt lehet számítani a hazai piac főbb szereplőire (MÁV-Volán Csoport, GYSEV, BKK). Nemzetközi kitekintés és a hazai sajátosságok bemutatása után megállapítjuk, hogy a kötöttpályás közlekedésben a költségfedezeti arány lényegesen kisebb, mint a közúti közlekedési közszolgáltatások esetében. Ennek legfőbb oka, hogy a kötöttpályás infrastruktúra fejlesztése és üzemeltetése költséges, és azt elsősorban a közforgalmú személyszállítás használja. Az utasfedezeti arányt jelentősen csökkentik a jelentős beruházások, ezt idősorban és átlagosan is vizsgáltuk. Bemutatjuk azokat a menetrendi, tarifális változásokat és fontosabb beruházásokat, amelyek – jellemzően csak kis mértékben – befolyásolták az utasfedezeti arányokat. Vizsgálatunk pénzügyi szemléletű, a pozitív externális hatásokkal, társadalmi hasznokkal és az államháztartási egyenleggel csak érintőlegesen foglalkozunk.},
	year = {2024},
	eissn = {2064-8278},
	pages = {29-49},
	orcid-numbers = {Ács, Balázs/0000-0002-3573-2186}
}

@article{MTMT:34763222,
	title = {Integrating push-out test validation and fuzzy logic for bond strength study of fiber-reinforced self-compacting concrete},
	url = {https://m2.mtmt.hu/api/publication/34763222},
	author = {Shafaie, Vahid and Ghodousian, Oveys and Ghodousian, Amin and Cucuzza, Raffaele and Movahedi Rad, Majid},
	doi = {10.1016/j.conbuildmat.2024.136062},
	journal-iso = {CONSTR BUILD MATER},
	journal = {CONSTRUCTION AND BUILDING MATERIALS},
	volume = {425},
	unique-id = {34763222},
	issn = {0950-0618},
	year = {2024},
	eissn = {1879-0526},
	orcid-numbers = {Cucuzza, Raffaele/0000-0002-9344-6006}
}

@article{MTMT:34761683,
	title = {Assessing the Paradox of Autonomous Vehicles: Promised Fuel Efficiency vs. Aggregate Fuel Consumption},
	url = {https://m2.mtmt.hu/api/publication/34761683},
	author = {Mohammed, Dilshad and Horváth, Balázs},
	doi = {10.3390/en17071589},
	journal-iso = {ENERGIES},
	journal = {ENERGIES},
	volume = {17},
	unique-id = {34761683},
	issn = {1996-1073},
	abstract = {As autonomous vehicles (AVs) continue to evolve and approach widespread adoption in the near future, the touted benefits of improved fuel efficiency at an individual level come under scrutiny when considering the overall impact on fuel consumption. This research delves into the paradoxical relationship between the promising technology of AVs, their impact on traffic capacities, travel demand, and the subsequent influence on aggregate fuel consumption. While AVs have demonstrated enhanced fuel efficiency when considered as a singular mode of transportation, our study reveals a contrasting trend when scaled to a broader societal context. Through comprehensive analysis of the literature, we discovered that, at lower limits of energy savings achievable by a single AV, the overall fuel consumption increases by a staggering 42% compared to conventional human-driven vehicles. This counterintuitive outcome is a result of the aggregate effect of increased AV usage, leading to higher traffic volumes and travel demands. Conversely, at higher thresholds of energy savings by individual AVs, the percentage of fuel consumption increment diminishes, but remains notable. Even with advanced energy-saving features, the overall fuel quantity still experiences a substantial 30% increase compared to conventional vehicles when scaled up to widespread AV use. Our findings emphasize the importance of considering the holistic impact of AVs on transportation systems and energy consumption. As society transitions towards AV-dominated traffic, policymakers and stakeholders must address the challenges associated with increased travel demand, potential traffic congestion, and the resultant implications on fuel consumption.},
	year = {2024},
	eissn = {1996-1073},
	orcid-numbers = {Horváth, Balázs/0000-0002-1520-8731}
}